The state of the art on the use of recycled aggregates as internal curing agents in concretes

Authors

DOI:

https://doi.org/10.46421/entac.v19i1.2206

Keywords:

Recycled Concrete Aggregate, Shrinkage, Durability, Internal curing

Abstract

This work sought to present the state of the art on the application of recycled concrete aggregates as internal curing agents, through a systematic review of the literature. In general, as the replacement of natural aggregate by recycled increases, a decrease in mechanical properties, density and an increase in water absorption are observed. In addition, it was observed that the presence of the residue can lead to an increase in drying shrinkage. However, this results in decreased autogenous shrinkage, proving its application as an internal healing promoter.

Author Biographies

Paulo Henrique Vaz da Silva, Universidade Federal de Minas Gerais

Graduado em Engenharia Civil pela Universidade Federal de Minas Gerais. Mestrando em Engenharia Civil pela Universidade Federal de Minas Gerais (Belo Horizonte - MG, Brasil).

White José dos Santos, Universidade Federal de Minas Gerais

Doutor em Engenharia Civil pela  Universidade Federal de Viçosa. Professor no Departamento de Engenharia de Materiais e Construção Civil na Universidade Federal de Minas Gerais (Belo Horizonte - MG, Brasil)

Fernando Couto Rosa Almeida, Universidade Federal de Minas Gerais

Doutor em Engenharia pela Glasgow Caledonian University. Professor adjunto do Departamento de Engenharia de Materiais e Construção da Universidade Federal de Minas Gerais (Belo Horizonte - MG, Brasil).

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Published

2022-11-07

How to Cite

SILVA, Paulo Henrique Vaz da; SANTOS, White José dos; ALMEIDA, Fernando Couto Rosa. The state of the art on the use of recycled aggregates as internal curing agents in concretes. In: NATIONAL MEETING OF BUILT ENVIRONMENT TECHNOLOGY, 19., 2022. Anais [...]. Porto Alegre: ANTAC, 2022. p. 1–12. DOI: 10.46421/entac.v19i1.2206. Disponível em: https://eventos.antac.org.br/index.php/entac/article/view/2206. Acesso em: 24 nov. 2024.

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